HomeMy WebLinkAboutConditions of PermitCONDITIONS OF PERMIT
BLRE-09-22-7 826
Michael Gilbert & Joanne Kneafsey
New S/F Dwelling w/ attached garage
148ó River Bend Way, GWS
lronbr,idge PUD, PH 3, Lot 28
1) ALL WORK SHALL COMply W|TH THE 2015 INTERNATIONAL RESIDENTIAL CODE
(r.R.c,)AND 2009 TNTERNATIONAL ENERGY CONSERVATION CODE (l.E.C.C.)
2) PROPOSED TMPROVEMENTS ARE SUBJECT TO ALL APPLICABLE ITEMS CONTAINED
IN THE ATTACHED "GARFIELD COUNry BUILDING REOUIREMENTS". NUMBER
REFERENCES NOTED ON PLANS REFER TO SPECIFIC ITEMS ON THIS LIST.
3) ELECTRICAL PERMtTTtNG AND TNSPECTIONS BY COLORADO STATE ELECTRIC
BOARD. ELECTRICAL ROUGH-IN APPROVAL IS REOUIRED AT FRAME INSPECTION.
ELECTRICAL FINAL APPROVAL IS REOUIRED FOR FINAL INSPECÏION &
CERTIFICATE OF OCCUPANCY.
4) WILDFIRE MITIGATION REOUIREMENTS: COMPLY WITH WILDFIRE MITIGATION
AND DEFENSIBLE SPACE REOUIREMENTS PER COLORADO STATE FOREST SERVICE
AND LOCAL FIRE DISTRICT.
5) A LOT TMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED
SURVEYOR, IS REOUIRED AT FOUNDATION INSPECTION TO VERIFY STRUCTURE -
INCLUDING ROOF OVERHANGS, DECKS AND OTHER PROJECTIONS _- IS WHOLLY
CONTAINED WITHIN PLATTED SETBACKS OR EASEMENTS,
ó) OPEN-HOLE SOTLS REPORT AND STRUCTURAL FILL COMPACTION REPORT MUST
BE PREPARED BY THE GEOTECHNICAL ENGINEER OF RECORD. 1,500 PSF / 3,OOO
PSF SOIL BEARING CAPACITY.
7) STRUCTURAL ENGINEER SHALL FIELD VERIFY PLACEMENT OF STEEL
REINFORCEMENT BARS, ANCHOR BOLTS AND FORMWORK PRIOR TO CONCRETE
SLAB POUR. PROVIDE ENGINEERS SEALED APPROVAL REPORT AT UNDERGROUND
PLUMBING INSPECTION,
8) STRUCTURAL ENGINEER SHALL BE FULLY RESPONSIBLE FOR REVIEW AND
INSPECTION OF CONCRETE MATT SLAB FOUNDATION, PROVIDE ENGINEER'S
SEALED APPROVAL REPORT (WET STAMPED & SIGNED) PRIOR TO FRAMING
INSPECTION.
9) PRE-ENGTNEERED ROOF TRUSSES. HAVE ENGINEERING FOR INSPECTOR AT TIME
OF FRAME INSPECTION.